Conservation And Repairs To Nilkantheshwar Mahadev Temple, Nilanga (Part 02)=- 1 Labour charges for removing grass, thorny shrubs, jungli shrubs, Kubabul and alike grass; cleaning the surface by shovel and phavaras etc, complete. 2 Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and leads of 1000m as directed and earth filing in the depression/pit if any 3 Removal of plants/ ficus growth by pulling out root system embedded in masnory, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel (isoproplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete 4 Removing wet silt from canal bed with 15 mtr. Lead and all lift including depositing the excavated stuff etc. Complete as directed. 5 Raking out cement or lime pointing or any other hard material used and repointing to walls externally and internally in lime mortar 1:3 (1 lime, 3 sand, mix to be approved by consultants before application) & filling in any holes/damage area of stone that may have to be filled in lime mortar. The cost to include preparation of batches of sample upto 20 samples of colour matched lime mortar for approval by Architect. The contractor to ensure use of making tape and sharp specialzed spatula & tools to ensure clear line and high level of workmanship on site. 6 Numbering the monument elements in proper order before lowering down with approved colourand shade as directed by Engineer in-charge, including ladder, scaffolding etc. complete. 7 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:-(1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works. 8 Supplying and fixing on hiring/rental basis for the interval of six months in vertical position two telescopic M.S. prop spanning upto 1.5m under deflected beam/lintel/slab/chajjas by using teak wood battens of size 2000 x 150 x 40 for packing between prop plate and the beam/lintel/slab/chajjas bottom surface. Also tied with M.S.tube transom of 40mm dia and dismantling and removing from site when not required as per the directions of engineer-in-charge. 9 Dismantling the R.C.C. Work 1: 2: 4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. 10 Removing cement tiles or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all lead, lifts, etc. complete. 11 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 12 Dismantling brick masonary in lime or cement mortar and stacking the materials as directed with all lead, lifts, etc. 13 Dismantling stone masonary in lime or cement mortar including stacking the materials as directed with all lead, lifts, etc.. 14 Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete. 15 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete. 16 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto1.50m) By Manual Means 17 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 18 Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. 19 Providing & Laying Plum concrete consisting of 70% P.L.C. mix (1:2:4) and 30% Rubble stone of maximum size of 300-450 mm laid in layers with ramming consolidating,watering including dewatering cost,seigniorage & conveyance of all materials,labour charges,machine mixing,finishing the surface etc. complete 20 ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 21 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steelcenteringformwork,cover blockslaying/pumping, compactionfinishingtheformedsurfaceswithcementmortar1:3ofsufficientminimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 22 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirectedincludingsteelcentering,formwork,coverblocks,laying/pumping, compactionandrougheningthesurfaceifspecialfinishistobeprovidedandcuringetc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 23 Providing and laying Cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, coverblocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. With fine aggregate (Crushedsand VSI Grade) 24 Providing and fixing in position HCRM / CRS (CorrosionResistant Steel) bar reinforcement ofvariousdiametersforR.C.C.pilecaps,footings,foundations,slabs,beamscolumns, canopies,staircase,newels,chajjas,lintelspardis,copings,fins,archesetc.asperdetailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 25 Conveying the excavated materials, debris of brick or stone masonary, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba, etc. upto 2.5 km, away from the site and cleaning the site properly. 26 Filling in plinth and floors with approved excavated material in 15 cm . To 20 cm. layers including watering and compacting etc. complete. 27 Gently cleaning the surface of stone masonary and piers with specialized water misting techniques employing air water jet using a fine nozzle sprinkling system caliberated to spray fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushes and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetation growth etc. as specified. Gentle surface cleaning may include using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt, grit, accretions by means of water misting and cleaning etc. complete as directed by the Engineer in charge. 28 Providing and fixing solid wooden door of thickness 0.15 m including frame,fixing Big and small motifs, brass bolts, pivot and pointed nails and providing steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 29 Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish, scaffolding if required etc. complete. 30 Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. 31 Providing Un-coursed Rubble Masonry of trapstones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 32 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Flooringas per the site requirement of size of stone [0.45 x 0.30 x 0.15 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 33 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for 5-Way, 4-way & 2-Way Bracketsas per the site requirement of size of stone [1.5 x 1.5 x 0.45 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 34 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Walls and Parapetas per the site requirement of size of stone [0.60 x 0.30 x 0.23 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 35 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Beam as per the site requirement of size of stone [2.650 x 0.50 x 0.50 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 36 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Slab stone as per the site requirement of size of stone [1.5 x 0.45 x 0.30 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 37 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Karnashila as per the site requirement of size of stone [1.85 x 0.90 x 0.30 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 38 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Chajjaas per the site requirement of size of stone[1.275 x 0.60 x 0.212 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 39 Providing Ashlar Rough-tooled Stone Steps of trap / granite stones in lime mortar 1:1½ with size of stone[0.60 x 0.40 x 0.212 Meter]as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be rough-tooled on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. 40 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Columns as per the site requirement of size of stone [0.6 x 0.60 x 0.40 Meter] as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 41 Providing Block In Course Masonry of trap (black basalt) in lime mortar 1:1½ with size of stone [ 0.60 x 0.30 x 0.20m] for steps as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 17.5 cm. (7″) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, bailing out water, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 42 Providing and fixing Trap Stone Paving, First Sort in lime mortar 1:1, with size of stone [0.45 x 0.30 x 0.15 meter], as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. 43 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure (for walls, parapets, chajja, brackets, talkhada, column, capital stones, beams, karnshila, slab stones etc.) as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 44 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 40 cm. x 30 cm. x 21.2 cm. as per detailed specifications and drawings or as directed including the arch stones be of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases of the entire thickness, the arch stones shall be dressed full and true to their proper shapes with the necessary summering, twist or winding and be set in fine mortar, the intrados, joints and beds to fairtooled and left full, the cast or keying course to be accurately fitted, at all horizontal joints the intrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or without chamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of the ring, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be at right angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc. complete. 45 Providing Rectangular Coping Cut-stone First Sort, 20 cm. (8″) height and 52.5 cm. (1ꞌ9″) wide of trap / granite stones in lime mortar 1:1 with size of stone [0.65 x 0.30 x 0.10 Meter]. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stone shall be dressed full or to template, exposed face of the stones shall be fine chisel-dressed and all joints shall be in line and close and not more than 3 mm. (⅛″) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when handed over to be perfectly clean and free from all mortar stains etc. complete. 46 Making of moulding/ grooving/ chamfering on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 47 Making of Carving or relief architectural carving on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 48 Dutchman repairs of stone sections that severely distressed, reinstallation of new Black basalt stone piece to match existing stone as a fascia of minimum 75mm depth of similar colour and texture and size. The size of the stone piece would be approx. of 150 x 300mm. The fixing of the new stone would employ mortar grout and anchoring technique after neatly cutting out damaged stone profile using one of the following tehnniques : a) Stainless steel pins of 6mm dia threaded at end. b) Helifix treatment 49 Labour rate only dressing to the existing flooring by mechanical means or manually incl. tools and tackles, cleaning etc complete as per site incharge 50 Providing Brick Masonry First Class in superstructure with size of brick 0.20 x 0.15 x 0.07 in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 12.5 mm. (½″), no bats or half brick to be used in the work, racking out joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 51 Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1½:1 in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 52 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design. 53 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plain lime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels. 54 Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. 55 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (300 mm dia. R.C.C. pipe) 56 Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 3mm Aluminum composite panel bonded with IRC Specified colour ofretro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size65 mm X 65 mm X 6 mm, 3.65 m long,duly paintedwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.Aluminum composite panel Type IV High Intensity. 57 Providing and fixing Directional & Instructional Signage rectangular in shapebrushed steel signage with etching, material stainless steel,for outdoor and indoor application with the fixing arrangement etc. complete as per the instructions of architect. 58 Preparation of 5 - 6 min documentary film on “ Conservation works of Nilkantheshwar Mahadev mandir, Nilanga” of which will include Script Development, Shooting, Voiceover, Post Production wherever required as per the script 59 Providing and Fixing Black Stone Benches Size - 48 x 14 x 20 with 2 Supports of Size 6 x 6
